CIESC Journal

• 能源和环境工程 • 上一篇    下一篇

A2/O-曝气生物滤池工艺反硝化除磷

陈永志,彭永臻,王建华,顾升波   

  1. 北京工业大学北京市水质科学与水环境恢复工程重点实验室
  • 出版日期:2011-03-05 发布日期:2011-03-05

Denitrifying phosphorus removal in A2/O-BAF process

  • Online:2011-03-05 Published:2011-03-05

摘要:

以低C/N生活污水为研究对象,考察了A2/O-曝气生物滤池生化系统的脱氮除磷特性。通过缩短A2/O的泥龄,把硝化过程从A2/O中分离出去,让曝气生物滤池实现硝化;A2/O在短泥龄条件下运行,有利于除磷及反硝化,曝气生物滤池在长泥龄条件下运行,有利于硝化效果的稳定和氨氮的彻底去除;曝气生物滤池回流来的硝化液为A2/O的缺氧区提供了充足的电子受体,为反硝化除磷提供了必要条件。试验结果表明,在HRT为7.5 h,泥龄为15 d,硝化液回流比为400%的条件下,平均进水COD、NH+4  -N、

Abstract:

Removal behaviors of biological phosphorus (P)and nitrogen (N)in real domestic sewage with low C/N ratio were studied in a laboratory-scaled anaerobic/anoxic/oxic (A2/O)-biological aerated filter(BAF) combined system.In order to improve removal efficiency of the combined system, short sludge retention time (SRT)was applied in A2/O, which was favorable for P removal and denitrification, while longer SRT used in biological aerated filter (BAF), which was favorable for polyphosphate-accumulating organisms(PAOs)and for nitrification to remove the ammonium nitrogen.The recycled liquid involving nitrate from BAF provided electron acceptor enough for the anoxic-zones of A2/O and necessary condition for de-phosphorus by denitrifying.Experimental results showed that with these operations in this combined system COD, N and P could be removed simultaneously.At conditions of HRT 7.5 h, SRT 15 d, the recycling ratio of liquid 400%, the concentrations of COD, ammonium nitrogen, total nitrogen (TN)and total phosphorus(TP)could be reduced from at average values of 376,67.9,72.9 and 6.1 mg·L-1 in the raw waste water to 42,0.86,9.6 and 0.1 mg·L-1 in the effluent, respectively.The rate of phosphorus removal by denitrifying were 1.49 and 1.64 g TP·(